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WORK ORDER NUMBER 7
GRAVITY SEWER PROJECT FOR NORTH COUNTY/SEBASTIAN
COMMERCIAL AREAS
This Work Order Number 7 is entered into as of this 21 day of October ,
201 4 , pursuant to that certain Continuing Contract Agreement for Professionalervices
entered into as of November 15, 2011, (the "Agreement") by and between INDIAN RIVER
COUNTY, a political subdivision of the State of Florida ("COUNTY") and MASTELLER &
MOLER, INC. ("CONSULTANT").
The COUNTY has selected the Consultant to perform the professional services set
forth on Exhibit 1 (Scope of Work), attached to this Work Order and made part hereof by
this reference. The professional services will be performed by the Consultant for the fee
schedule set forth in Exhibit 1 (Fee Schedule), attached to this Work Order and made a
part hereof by this reference. The Consultant will perform the professional serviCE s within
the timeframe more particularly set forth in Exhibit 1 (Time Schedule), attache to this
Work Order and made a part hereof by this reference all in accordance with the to ms and
provisions set forth in the Agreement. Pursuant to paragraph 1.4 of the Agr ement,
nothing contained in any Work Order shall conflict with the terms of the Agreement and the
terms of the Agreement shall be deemed to be incorporated in each individual Wok Order
as if fully set forth herein.
IN WITNESS WHEREOF, the parties hereto have executed this Work Order as of
the date first written above.
CONSULTANT: BOARD OF COUNTY COMMISSIONERS
MASTELLER & MOILER, INC. OF IN N RIVER COUNT
By: By:
6j- Peter D. O'Bryan, C air an
Title: President
BCC Approved Date:
'asfy(JJJ Attest
•;i�,•• • . �� • oma`.=
cO.U1, ' By:
Jeffrey R. Smith, Clerk of Coin and
Comptroller
Deputy Clerk
proved:
eph Al Baird, County Adniinist
pproved as to form and legal sufficiency:
Ian Reingold, County Attorney
MM File #1422
Augus 25, 2014
NON-EXCLUSIVE PROFESSIONAL ENGINEERING AGREEMENT
CONTINUING CONSULTING SERVICES
"EXHIBIT 1"
WORK ORDER NO.7
(Scope of Work)
Project Description
Masteller & Moler, Inc. (MM) is pleased to present you with Work Order #7 which
professional engineering services for design and preparation of construction plans, and E
applications covering the proposed sanitary sewer collection and conveyance project. Tt
covers the two (2) commercial areas which are part of Study Area #1 covered in the
Sewer Feasibility Study and Report for the North Sebastian Area" prepared by Masteller I
and dated November 2013. The feasibility study provided the preliminary design of
sanitary sewer collection and conveyance system along with project cost estimates for S'
#1.
provides
ermitting
e project
'Sanitary
loler Inc.
a gravity
adv Area
Several meetings have been held with the City of Sebastian Staff, the Indian River Count Utilities
Director, and Masteller & Moler, Inc. during which it was determined that the commercial areas of
Study Area #1 should move forward with design, construction plans, and permitting. A project
which is "bid ready" will have a greater probability of securing construction grant funding than a
project only at the "study" phase.
The two (2) commercial areas of Study Area #1 which will be included in this project are enerally
described as follows:
The commercial area in the unincorporated part of Indian River County along the ast side
of US Highway #1 from the Sebastian Cemetery north to Bay Street.
The commercial area in the City of Sebastian including North Central Avenue, Jackson
Street, Madison Street and Davis Street.
Indian River County and the City of Sebastian both recognize the numerous benefits to a gained
by the construction of a sanitary sewer gravity collection and conveyance system in these two (2)
commercial areas. One benefit of constructing a public sewer system is the elimination of
numerous existing and future septic systems which result in pollution of the groundwater table and
ultimately pollution of the Indian River Lagoon to the east. Also, in many cases the a septic
systems represent inconvenience and expense to the users due to their malfunction. The lack of
public sewer prevents or limits the orderly growth of commercial development. Since both of these
areas included in the project are designated for commercial development, the availability of public
sanitary gravity sewer will facilitate the development of these areas. The accelerated commercial
development growth will increase employment in the area and provide increased econom c activity
and stability in the north County and Sebastian area.
A brief description of the scope of services for this Work Order is provided below:
Exhibit #1 (Scope of Work)WO # 7
08/25/2014 Sewer Design For N. Seba�ile
t n Area
Page 2 #1422
• Scope of Services
Masteller & Moler, Inc. will complete the project design, prepare "bid ready" construction plans,
and prepare permitting applications for this project. Our services will include obtair ing field
surveying services, and soils engineering services as necessary for design purposes. The
project plans will follow the preliminary design provided in the "Sanitary Sewer Feasibil ty Study
and Report for the North Sebastian Area" and utilize all existing information available tc us from
Indian River County Utilities and the City of Sebastian. Our services will include prepe ration of
permit applications to FDEP, FDOT, and County/City Right-of-way Access in order to construct
the project. Application fees are estimated at $1,750.00 for permits and are not included in our
project fee. Communication will be maintained with Indian River County Utilities and the City of
Sebastian staff during the execution of this project.
The project will be bid as one (1) project but includes separate bid tabulations for the
unincorporated and City of Sebastian project areas. This will allow better project co trol and
minimize confusion between the two (2) government entities.
The portion of the project in unincorporated Indian River County will consist of a gravity
sanitary sewer collection system to be constructed along the east side of US Highway #1 from
the north property line of the Sebastian Cemetery to the vicinity of Bay Street. A wastewater
pumping station will be constructed on property to be acquired somewhere south of Roseland
Road on the east side of US Highway #1. The sanitary sewer collection system wil provide
service to all of the existing and future commercial properties along the east side of US
Highway #1. The estimated number of parcels and Equivalent Residential Units (ER s) which
can connect to this portion of the project is (10) and (213), respectively. Also included is the
addition of two (2) sections of water main, hydrants, and valves to complete the water system
on the east side of US Highway #1.
The preliminary estimated project cost for the unincorporated portion of the project, �ncluding
engineering services and contingencies is shown on included "Attachment #1."
The portion of the project in the City of Sebastian will consist of a gravity sanita
collection system to be constructed in North Central Avenue from Jackson Street, sol
vicinity of US Highway #1 and a gravity sanitary collection system constructed in
Street from US Highway #1 to North Central Avenue, Madison Street from US Highv
North Central Avenue, and Davis Street from US Highway #1 to North Central Avenue
sewer will be extended east on Davis Street from North Central Avenue to serv(
connections on the north side of Davis Street. A wastewater pump station will be co
at Davis Street and North Central. Lastly, south of the above-described area, thref
two (2) of which are improved, along the east side of US Highway #1 will be served
back with gravity sewer and a water main. The gravity sewer will be connected to thl
city -owned pump station adjacent to Crabby Bill's Fish House as shown in the stL
estimated number of parcels and Equivalent Residential Units (ERUs) which can cl
this portion of the project is (50) and (82), respectively.
The preliminary estimated project cost for the City of Sebastian portion of the project
engineering services and contingencies is shown on the included "Attachment #2."
The estimated total cost of this project is $2,125,000.00.
A specific list of tasks and their brief description is presented as follows:
y sewer
th to the
Jackson
ay #1 to
Gravity
two (2)
istructed
(3) lots,
from the
existing
iy. The
nnect to
ing
Exhibit #1 (Scope of Work)WO # 7
08/25/2014 Sewer Design For N. Seb stian Area
Page 3 ile #1422
Task A — Civil Engineering Services
Masteller & Moler, Inc. will provide final design, prepare construction plans and permit
applications for the project as described in the "Scope of Services" section of this proposal.
Task B — Surveying Services
Masteller, Moler & Taylor, Inc. will perform surveying services for the project as foll ws:
1) Project initiation, including review of existing deeds and surreys, files and field notes,
preparation of work orders and field crew folders.
2) Find, recover and measure field ties into existing survey control along the route to
establish the rights of way and baseline of survey. Tie Horizontal Control to Florida
State Plane Coordinate System, Florida East Zone, NAD 83.
3) Find and recover existing vertical control. Elevations shall be based upon tie North
American Vertical Datum of 1988 (NAVD 88) with a conversion to the National
Geodetic Vertical Datum of 1929 (NGVD 29) provided. Perform bench run and
establish benchmarks along the survey corridor at maximum 1,000 foot interva is.
4) Field monument baseline control at maximum 1,000 foot intervals. Control po nts shall
consist of iron rod and cap or nail and disk. Control points shall be desig ated on
survey with station/offset and NAVD `88 elevation.
5) Field locate and record vertical ground elevations sufficient to generate a centBr line of
road profile for the main corridor and side streets and all distinct locations (inverts,
retention areas, swales, ditches etc.) and changes in contour along the rig t of way
corridor. Obtain ground elevation on each property in center of lot if vacan or near
existing septic location to the best of our abilities. If septic location not obtainable,
obtain ground elevation near existing main building.
6) Field locate and record existing improvements and man-made features within the right
of way, including but not limited to, roads, swales, driveways, culverts, sig age and
mailboxes, visible utilities, fences etc. within the existing Right -of -Way.
7) Field locate and identify limits of vegetation and trees, 4" or larger within the right of
way limits.
8) Locate and obtain ground elevation at approximately (10) soil borings locations as
determined by the engineer.
9) Process field data and determine limits of existing North Central Avenue, Davis Street,
Madison Street, Jackson Street, U.S. Highway # 1 and Roseland Road right-of-ways.
Prepare survey drawing in accordance with Minimum Technical Standards including
cover sheet with location sketch, related title and project number, notes legend,
abbreviations and plan view sheets. Prepare final deliverables.
10) Research property description, deeds etc. for proposed easement and prepare one
legal description and sketch as applicable. Location to be determined by the engineer.
Exhibit #1 (Scope of Work) WO # 7
08/25/2014 Sewer Design For N. Seb�Sile
tian Area
Page 4 #1422
Task C — Soils Engineering Services
KSM will perform soil engineering services for the project as follows:
Perform fifteen (15) soil borings, twelve (12) to a depth of 10', one (1) to a depth o 15' and
two (2) to a depth of 25' below existing grade in order to classify the soils in accordance
with the unified soil classification system and specify the groundwater water table and
normal estimated seasonal high groundwater table at each location. The locations will be as
indicated on the aerial provided by Masteller & Moler, Inc.
August ?5, 2014
NON-EXCLUSIVE PROFESSIONAL ENGINEERING AGREEMENT
CONTINUING CONSULTING SERVICES
"EXHIBIT 1"
WORK ORDER NO.7
(Fee Schedule)
Method and Amount of Compensation
Masteller & Moler, Inc. proposes to provide the outlined Scope of Services based on the ollowing
lump sum fees:
1. Prime Consultants Fee
• Task A - Primary Consulting Engineering Services by
Masteller & Moler, Inc. $128,320.
2. Sub -Consultants Fees
• Task B - Surveying Services by Masteller, Moler
& Taylor, Inc. (No Administration Multiplier) $ 17,300.
• Task C - Soils Engineering Services by KSM
(4,000.00 x 1.15) $ 4,600.
3. Reimbursables Expenses:
• Reimbursement for payment of direct costs, including $ 5,000. 0 est.
reproduction, copies, prints, mail, Fed -Ex, etc.
(See below for actual costs)
Note: est. = estimated amount. Actual cost will vary depending on quantity provid
Printing and Reproduction, Mail and Delivery
The County shall make direct payment to our office for the cost of printing pr(
sheets required for utility coordination and for copies of reports, drawings, spe
and other pertinent items required by federal, state, and local agencies fro
approval of the project must be obtained, material suppliers, and other intereste
but may charge only for the actual cost of providing such copies based on EXH
CONSULTANT'S BILLING RATE of the "Master Agreement" as follows:
Letter
81/2" x 11"
$ 0.25
Legal
81/2" x 14"
$ 0.35
Oversized
11" x 17"
$ 0.50
Black Line Plans
24" x 36"
$ 1.00
Mylar
24" x 36"
$ 4.00
The County shall make direct payment to our office for the actual cost of mail, F
similar costs for delivery of plans and documents to jurisdictional agencies, contra(
Application Fees are to be paid directly to jurisdictional agencies.
E)ct plan
fication,
i whom
parties,
31T "2" -
-Ex, or
's, etc.
August R5, 2014
NON-EXCLUSIVE PROFESSIONAL ENGINEERING AGREEMENT
CONTINUING CONSULTING SERVICES
"EXHIBIT 1"
WORK ORDER NO.7
(Time Schedule)
Time of Performance
The estimated time frame for completion of services from the approval of this Wok Order
is as follows:
MILESTONE
COMPLETION DATE
Tasks A, B, and C 120 Calendar Days after Notice To Proceed
Note:
The time for completion of the 60% design drawings, permit applications and Engineer's
Opinion of Probable Construction Cost for the project shall be three (3) months from notice
to proceed. Once permits are received, 100% design drawings shall be completed in thirty
(30) calendar days thereafter.
WORK ORDER NO. 7
ATTACHMENT #1
Unincorporated Portion of Project
U.S. #1: Gravity Sewer & Potable Water
Item No.
Item Description
Quantity
Unit of
Measure
LS $ 12,525.00
Unit Price
35 Reimbursables Estimate 1
Total Price
1
Mobilization
1
LS
$
30,000.00
$
30,000.00
2
Maintenance of Traffic
1
LS
$
15,000.00
$
15,000.00
3
1 Stakeout Survey & As-builts
1
LS
$
20,000.00
$
20,000.00
4
Standard Manholes 0'-6'
1
EA
$
3,900.00
$
3,900.00
5
Standard Manholes 6'-8'
4
EA
$
4,500.00
$
18,000.00
6
Standard Manholes 8'-10'
5
EA
$
5,100.00
$
25,500.00
7
Standard Manholes 10'-12'
1
EA
$
5,600.00
$
5,600.00
8
Pump Station #1
1
LS
$
164,000.00
$
164,000.00
9
4" Dia. Force Main
1,175
LF
$
15.00
$
17,625.00
10
Testing force main
1
LS
$
1,000.00
$
1,000.00
11
10" PVC Sewer 0'-6'
615
LF
$
24.00
$
14,760.00
12
10" PVC Sewer 6'-8'
1,590
LF
$
30.00
$
47,700.00
13
10" PVC Sewer 8'-10'
2,025
LF
$
40.00
$
81,000.00
14
10" PVC Sewer 10'-12'
310
LF
$
53.00
$
16,430.00
15
Testing (TV of Mains)
4,540
LF
$
1.50
$
6,810.00
16
8" Dia. Water Main
3,185
LF
$
19.00
$
60,515.00
17
8" Gate Valve
4
EA
$
1,500.00
$
6,000.00
18
Fire Hydrant Assembly
7
EA
$
3,100.00
$
21,700.00
19
Dewatering
3,210
LF
$
8.00
$
25,680.00
20
Single Lateral
19
EA
$
625.00
$
11,875.00
21
Erosion & Sediment Control
1
LS
$
15,000.00
$
15,000.00
22
Paved Restoration (Open Cut)
4,780
LF
$
50.00
$
239,000.00
23
Sod
41120
LF
$
4.00
$
16,480.00
24
SUBTOTAL
$
863,575.00
25
Contingencies (15%)
1
LS
$
129,536.25
$129,536.25
26
TOTAL ESTIMATED CONSTRUCTION COST
$
993,111.25
33 Eng. Design, Const. Plans & Permitting 1
LS $ 64,770.00
$ 64,770.00
34 Subconsultants- Surveying, Soils Eng. Fees 1
LS $ 12,525.00
$ 12,525.00
35 Reimbursables Estimate 1
LS $ 2,500.00
$ 2,500.00
36 TOTAL ESTIMATED PROJECT COST
$ 1,072,906.25
USE - - - -
$ 1,075,000.00
"Contingencies include easement acquisition, misc. construction items, etc.
File #1422
(Bid Form_Revised_14-0822.x1s / Tab-gravityus1)
M
WORK ORDER NO. 7
ATTACHMENT #2
City of Sebastian Portion of Project
Southern Portion of N. Central Ave., U.S. #1, Davis, Jackson,
and Madison Streets: Gravity Sewer & Potable Water
Item No.
Item Description
Quantity
Unit of
Measure
LS $ 9,375.00 $
Unit Price
35 Reimbursables Estimate 1
Total Price
1
Mobilization
1
LS
$
30,000.00
$
30,000.00
2
Maintenance of Traffic
1
LS
$
15,000.00
$
15,000.00
3
iStakeout Survey & As-builts
1
LS
$
15,000.00
$
15,000.00
4
Standard Manholes 0'-6'
15
EA
$
3,900.00
$
58,500.00
5
Standard Manholes 6'-8'
4
EA
$
4,500.00
$
18,000.00
6
Standard Manholes 8'-10'
3
EA
$
5,100.00
$
15,300.00
7
Pump Station #1
1
LS
$
164,000.00
$
164,000.00
8
4" Dia. Force Main
665
LF
$
15.00
$
9,975.00
9
Testing force main
1
LS
$
1,000.00
$
1,000.00
10
8" PVC Sewer 0'-6'
2,310
LF
$
22.00
$
50,820.00
11
8" PVC Sewer 6'-8'
1,105
LF
$
27.00
$
29,835.00
12
8" PVC Sewer 8'-10'
580
LF
$
38.00
$
22,040.00
13
10" PVC Sewer 0'-6'
975
LF
$
24.00
$
23,400.00
14
10" PVC Sewer 6'-8'
680
LF
$
30.00
$
20,400.00
15
Testing (TV of Mains)
5,650
LF
$
1.50
$
8,475.00
16
4" Dia. PVC Water Main
480
LF
$
12.00
$
5,760.00
17
4" Gate Valve
1
EA
$
925.00
$
925.00
18
2" Blow -Off
1
EA
$
338.00
$
338.00
19
Dewatering
1,910
LF
$
8.00
$
15,280.00
20
Single Lateral
51
EA
$
625.00
$
31,875.00
21
Erosion & Sediment Control
1
LS
$
15,000.00
$
15,000.00
22
Paved Restoration (Open Cut)
5,850
LF
$
50.00
$
292,500.00
23
Sod
945
LF
$
4.00
$
3,780.00
24
SUBTOTAL
$
847,203.00
25
Contingencies (15%)
1
LS
$
127,080.45
$127,080.45
26
TOTAL ESTIMATED CONSTRUCTION COST
$
974,283.45
33 Eng. Design, Const. Plans & Permitting 1
LS $ 63,550.00 $
63,550.00
34 Subconsultants- Surveying, Soils Eng. Fe 1
1
LS $ 9,375.00 $
9,375.00
35 Reimbursables Estimate 1
LS $ 2,500.00 $
2,500.00
36 TOTAL ESTIMATED PROJECT COST
$
,049,708.45
*Contingencies include easement acquisition, misc. construction items, etc.
File #1422
(Bid Form_Revised_14-0822.xls / Tab-gravityncent)
USE - - - - $ 11,050,000.00